B.08.02 Attachment D - DCANG F-16 MTC Flight Sim - Specs.pdf

US Army Corps of Engineers Baltimore District

CONSTRUCTION

SPECIFICATIONS

F-16 Mission Training Center

Washington D.C. Air National Guard

Joint Base Andrews, Camp Springs, MD

INVITATION NO: W912DR-22-R-00XX

CONTRACT NO.

DATE: Dec 2021

F-16 Mission Training Center (MTC) JBADCANGF16SIMUL

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 08/15 SUMMARY OF WORK

01 14 00 06/17 JOINT BASE ANDREWS WORK RESTRICTIONS

01 17 00 06/17 CONTRACTOR SELF-ESCORT REQUIREMENTS

01 20 00 11/20, CHG 2: 08/21 PRICE AND PAYMENT PROCEDURES

01 30 00 08/15 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 02/15 PROJECT SCHEDULE

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 33 29 02/17 SUSTAINABILITY REPORTING

01 35 13 11/11 SPECIAL PROJECT PROCEDURES

01 35 26 11/15 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 11/16, CHG 1: 02/20 QUALITY CONTROL

01 45 00.15 10 11/16, CHG 2: 08/19 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 45 35 11/20 SPECIAL INSPECTIONS

01 50 00 11/20, CHG 1: 08/21 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 11/15 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 08/19, CHG 2: 11/20 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 08/11 CLOSEOUT SUBMITTALS

01 78 23 08/15 OPERATION AND MAINTENANCE DATA

01 91 00.15 10 05/19, CHG 2: 08/20 TOTAL BUILDING COMMISSIONING

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 19 SELECTIVE DEMOLITION

DI VI SI ON 03 - CONCRETE

03 30 00 05/14 CAST-IN-PLACE CONCRETE

DI VI SI ON 04 - MASONRY

04 20 00 11/15 UNIT MASONRY

DI VI SI ON 05 - METALS

05 12 00 05/14 STRUCTURAL STEEL

05 21 00 05/15 STEEL JOIST FRAMING

05 30 00 05/15 STEEL DECKS

05 40 00 05/15 COLD-FORMED METAL FRAMING

05 50 13 05/17 MISCELLANEOUS METAL FABRICATIONS

05 51 33 02/16 METAL LADDERS

DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES

06 10 00 08/16 ROUGH CARPENTRY

06 41 16.00 10 08/10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL

CABINETS

06 61 16 08/10 SOLID SURFACING FABRICATIONS

DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON

PROJECT TABLE OF CONTENTS Page 1

07 05 23 05/14 PRESSURE TESTING AN AIR BARRIER SYSTEM

FOR AIR TIGHTNESS

07 13 53 02/16 ELASTOMERIC SHEET WATERPROOFING

07 17 00 02/16 BENTONITE WATERPROOFING

07 21 13 02/16 BOARD AND BLOCK INSULATION

07 21 16 11/11 MINERAL FIBER BLANKET INSULATION

07 27 10.00 10 05/14 BUILDING AIR BARRIER SYSTEM

07 27 26 05/17 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 27 36 05/17 SPRAY FOAM AIR BARRIERS

07 42 63 05/11 FABRICATED WALL PANEL ASSEMBLIES

07 60 00 05/17 FLASHING AND SHEET METAL

07 61 14.00 20 05/11 STEEL STANDING SEAM ROOFING

07 84 00 05/10 FIRESTOPPING

07 92 00 08/16 JOINT SEALANTS

DI VI SI ON 08 - OPENI NGS

08 11 13 02/10 STEEL DOORS AND FRAMES

08 11 16 05/17 ALUMINUM DOORS AND FRAMES

08 14 00 08/16 WOOD DOORS

08 34 73 02/15 SOUND CONTROL DOOR ASSEMBLIES

08 41 13 11/16 ALUMINUM-FRAMED ENTRANCES AND

STOREFRONTS

08 71 00 02/16 DOOR HARDWARE

08 81 00 08/11 GLAZING

08 91 00 05/11 METAL WALL LOUVERS

DI VI SI ON 09 - FI NI SHES

09 06 00 05/09 SCHEDULES FOR FINISHES

09 22 00 02/10 SUPPORTS FOR GYPSUM BOARD

09 29 00 08/16 GYPSUM BOARD

09 30 10 08/17 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 08/17 ACOUSTICAL CEILINGS

09 65 00 08/10 RESILIENT FLOORING

09 67 23.15 08/10 FUEL RESISTIVE RESINOUS FLOORING,

3-COAT SYSTEM

09 68 00 11/17 CARPETING

09 69 13 11/15 RIGID GRID ACCESS FLOORING

09 90 00 05/11 PAINTS AND COATINGS

DI VI SI ON 10 - SPECI ALTI ES

10 14 00.20 08/17 INTERIOR SIGNAGE

10 14 01 04/06 EXTERIOR SIGNAGE

10 21 13 08/17 TOILET COMPARTMENTS

10 26 00 08/17 WALL AND DOOR PROTECTION

10 28 13 08/17 TOILET ACCESSORIES

10 44 16 05/15 FIRE EXTINGUISHERS

10 53 00 08/09 MANUFACTURED CANOPY

DI VI SI ON 11 - EQUI PMENT

11 94 10 10/11 ROOFTOP FALL PROTECTION ANCHORS

DI VI SI ON 12 - FURNI SHI NGS

12 24 13 08/17 ROLLER WINDOW SHADES

PROJECT TABLE OF CONTENTS Page 2

DI VI SI ON 21 - FI RE SUPPRESSI ON

21 13 13.00 10 05/09 WET PIPE SPRINKLER SYSTEM, FIRE

PROTECTION

21 30 00 04/08 FIRE PUMPS

DI VI SI ON 22 - PLUMBI NG

22 00 00 11/15 PLUMBING, GENERAL PURPOSE

DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)

23 00 00 08/10 AIR SUPPLY, DISTRIBUTION, VENTILATION,

AND EXHAUST SYSTEMS

23 05 15 02/14 COMMON PIPING FOR HVAC

23 05 48.00 40 08/15 VIBRATION AND SEISMIC CONTROLS FOR

HVAC PIPING AND EQUIPMENT

23 05 48.19 05/18, CHG 2: 08/20 BRACING FOR HVAC

23 05 93 11/15 TESTING, ADJUSTING, AND BALANCING FOR

HVAC

23 07 00 02/13 THERMAL INSULATION FOR MECHANICAL

SYSTEMS

23 09 00 11/15 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 11/15 INSTRUMENTATION AND CONTROL DEVICES

FOR HVAC

23 09 23.02 02/19 BACNET DIRECT DIGITAL CONTROL FOR HVAC

AND OTHER BUILDING CONTROL SYSTEMS

23 11 25 11/08 FACILITY GAS PIPING

23 52 00 04/08 HEATING BOILERS

23 64 10 11/16 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 08/09 CHILLED WATER PIPING SYSTEMS

23 81 23.00 20 02/10 COMPUTER ROOM AIR CONDITIONING UNITS

23 82 46.00 40 05/17 ELECTRIC UNIT HEATERS

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

25 05 11.10 11/17 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS WITH C-I-A

DETERMINATION H-H-H

25 05 11.11 11/17 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS WITH C-I-A

DETERMINATION L-M-M

25 05 11.12 11/17 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS WITH C-I-A

DETERMINATION M-M-H

25 05 11.13 11/17 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS WITH C-I-A

DETERMINATION M-M-M

25 05 11.14 11/17 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS WITH C-I-A

DETERMINATION L-L-L

25 10 10 02/19 UTILITY MONITORING AND CONTROL SYSTEM

(UMCS) FRONT END AND INTEGRATION

DI VI SI ON 26 - ELECTRI CAL

26 05 48.00 11 10/07 ELECTRICAL EQUIPMENT BRACING

26 08 00 08/08 APPARATUS INSPECTION AND TESTING

26 12 19.10 05/19 THREE-PHASE, LIQUID-FILLED PAD-MOUNTED

PROJECT TABLE OF CONTENTS Page 3

TRANSFORMERS

26 20 00 08/19 INTERIOR DISTRIBUTION SYSTEM

26 24 13 05/15 SWITCHBOARDS

26 27 13.10 30 10/07 ELECTRIC METERS

26 28 01.00 10 10/07 COORDINATED POWER SYSTEM PROTECTION

26 29 23 02/20 ADJUSTABLE SPEED DRIVE (ASD) SYSTEMS

UNDER 600 VOLTS

26 32 15.00 05/20 ENGINE-GENERATOR SET STATIONARY

15-2500 KW, WITH AUXILIARIES

26 35 34 ELECTROMAGNETIC FILTERS

26 36 00 MANUAL TRANSFER SWITCHES

26 36 23 05/20 AUTOMATIC TRANSFER SWITCHES AND

BY-PASS/ISOLATION SWITCH

26 41 00 11/13 LIGHTNING PROTECTION SYSTEM

26 42 14.00 10 08/09 CATHODIC PROTECTION SYSTEM

(SACRIFICIAL ANODE)

26 51 00 05/16 INTERIOR LIGHTING

26 56 00 05/13 EXTERIOR LIGHTING

DI VI SI ON 27 - COMMUNI CATI ONS

27 05 28.36 40 05/17 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

27 10 00 08/11 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM

27 51 16 04/06 RADIO AND PUBLIC ADDRESS SYSTEMS

DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY

28 10 05 05/16 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 76 08/11 INTERIOR FIRE ALARM AND MASS

NOTIFICATION SYSTEM

DI VI SI ON 31 - EARTHWORK

31 01 00 SUBSURFACE EXPLORATION

31 11 00 SITE CLEARING

31 20 00 EARTH MOVING

31 23 19 DEWATERING

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 12 00 PAVING AND SURFACING

32 12 16 ASPHALT PAVING

32 13 13 CONCRETE PAVING

32 13 13.06 05/20 PORTLAND CEMENT CONCRETE PAVEMENT FOR

ROADS AND SITE FACILITIES

32 31 13 FENCING

32 31 19 10/17 STEEL ORNAMENTAL GATE SYSTEM

32 92 00 TURF AND GRASSES

DI VI SI ON 33 - UTI LI TI ES

33 05 05 WATER AND SANITARY SITE PIPING

33 41 00 STORM UTILITY DRAINAGE PIPING

33 71 02 02/15 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 04/06 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 4

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes Construction of the F-16 Mission Training Center (MTC) (Flight Simulator) which consists of (4) Simulator Bays with supporting spaces, site construction, and related work, as indicated in the contract documents.

1.1.2 Location

The work is located on the DC Air National Guard campus at Joint Base Andrews, Maryland, as indicated in the contract documents.

PART 2 PRODUCTS

2.1 KEY ROLE DESCRIPTIONS

The following key role descriptions are introduced below and are described in more detail in subsequent sections of the contract documents. The below list is not inclusive of all key roles, staffing or positions required under this contract.

a. CONTRACTING OFFICER Contracting Officer (KO) or Government: The Government official having overall authority for administrative contracting actions for the construction contract. Certain contracting actions may be delegated to the Contracting Officer's Representative (COR), the construction agent.

b. ROICC Resident Officer in Charge of Construction (ROICC) and serves as a Contracting Officer's Representative (COR).

c. SSM Site Security Manager (SSM) is the Government's responsible security authority for construction. The SSM has oversight on all aspects of project security, and controls all security assets on the project to include but not limited to security personnel supervision and maintaining all necessary records related to the construction project.

The SSM is a key point of contact for coordination of security related items with the contractor's security CSM.

d. 11 CES 11th Wing is the U.S. Air Force's host unit at Joint Base Washington and is integral to coordination with Base access, operations and security. 11CES is the Civil Engineering Squadron, 11SFG is the Security Forces Group, 11 WG/PA is the Public Affairs Office.

e. CONTRACTOR Contractor (KTR) is the prime construction contractor responsible for providing all materials, equipment and labor required to perform all

SECTION 01 11 00 Page 1 work outlined in the Contract Documents.

f. CONTRACTOR SECURITY MANAGER Contractor's Security Manager (CSM) is the Contractor's employee who is primarily responsible for all security matters for the contractor and subcontractors and interfaces with the Contracting Officer who coordinates with the SSM, 11 SFG and others.

g. 113 CES 113th Wing is the DC Air national Guard host unit on Joint Base Washington.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 2

SECTION 01 14 00

JOINT BASE ANDREWS WORK RESTRICTIONS

06/17

PART 1 GENERAL

1.1 LOCATION

The work performed under this contract includes the following location:

DC ANG Campus onJoint Base Andrews; Camp Springs, Maryland.

1.2 DRAWINGS AND SPECIFICATIONS

Drawings and the specifications are the property of the Government and shall not be used for purposes other than those contemplated by the contract.

1.3 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

U.S. AIR FORCE (USAF)

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-260-01 (2008) Airfield and Heliport Planning and Design

U.S. FEDERAL AVIATION ADMINISTRATION (FAA)

FAA AC 70/7460-1 (2015; Rev L) Obstruction Marking and Lighting

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

UNDERWRITERS LABORATORIES (UL)

1.4 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

SECTION 01 14 00 Page 1

Construction Phasing Plan; G

Submit the plan as outlined. Contractor shall utilize general guidelines set forth on the Contract Drawings when writing the plan.

Resume for Contractor's Security Manager; G

Site Layout Plan

Submit for approval a detailed scaled drawing showing the layout of the construction site plan prior to starting work. As a minimum the drawing shall include the locations of office and storage trailers, equipment storage and material staging areas, construction laydown/batch plant area, locations of escorts, construction entrance(s) including placement of safety and project signs (i.e. hard hat area, proposed construction access gate, security lock type, etc.), workers parking area, and trash dumpsters and containers and emergency/fire access. Security components to be reviewed and approved by Base Security Forces.

The submittal shall also include photographs of the site prior to disturbance by the start of work. Photos must be taken in accordance with project photography requirements.

1.5 SPECIAL SCHEDULING REQUIREMENTS

a. Permission to interrupt any Activity roads, railroads, or utility service must be requested in writing a minimum of 21 calendar days prior to the desired date of interruption.

1.6 BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST, AF FORM 103

Prior to commencing construction work or whenever the ground surface is to be disturbed deeper than 3 inches or when erecting structures or operating equipment near overhead lines, the Prime Contractor performing work shall be responsible for obtaining from the 11 CES Customer Service Office and having in their possession at all times, while digging, an approved AF Form 103.

a. 11th Civil Engineering Squadron Work Clearance Request Questionnaire: This form is available through the 11 CES Customer Service Office (CSO), Building 3465, Room #106. The Contractor performing the digging shall submit the completed questionnaire to their 11 CES/CENM Engineering Flight Construction Management Office.

b. The AF Form 103 Dig Permit attached to this section is only valid for the 30 calendar days. The Contractor is required to renew the dig permit on a monthly basis and shall maintain marked utilities to the satisfaction of the Contracting Officer or his duly authorized representative.

1.7 BASE REGULATIONS

The Contractor shall conform to all Base Regulations and directives. As far as possible, those that pertain to security, safety, traffic, fire, and personnel clearances, insofar as they apply to the Contractor's activities, will be identified specifically at the pre-performance conference. The Contractor shall be responsible for providing and placing barricades, providing traffic control, safety watchmen and lighting and

SECTION 01 14 00 Page 2 safety devices during all construction activities.

1.7.1 Contractor Access Passes

All Contractor employees must initially be sponsored on Base for up to 5 days. The Contractor shall provide the following information to the Contracting Officer who will work with the 11 CES Construction Management Office at least 48 hours (not including Government holidays or weekends) prior to entry for sponsorship:

Name; Social Security Number; Drivers License Number and State of Issue; Vehicle Info (Make/Model/Color/Year); License Tag Number and State; Name of Company; Date and Time of Arrival.

On the date of arrival personnel can enter through the Main Gate (off Allentown Road), Virginia Avenue Gate (off Old Alexandria Ferry Road) or the Pearl Harbor Gate (off Dower House Road) to enter the Base. If any of the Contractor's employees are expected to be on Base longer than 5 days they must schedule with the Contracting Officer who will work with the 11 CES Construction Management Office to obtain a Long Term Contractor's Badge request form. The Long Term Pass Request shall be taken to the Visitor Center at the Main Gate. The hours of operation are typically Monday thru Friday 0600 - 2200 hrs, except holidays. All Contractor employees applying for a security badge shall be subjected to a background check through the National Crime Information Center conducted by the Security Forces Squadron. These Base access procedures are subject to change.

Refer to paragraph 1.25.2 for additional requirements for access passes.

1.7.2 Contractor Vehicle Access Requirements

All contractor vehicles except cars or empty pick-up trucks must enter and exit through the Pearl Harbor Gate and will be subject to a search which will include all vehicle compartments and transported containers. Monday thru Friday the Pearl Harbor Gate is open 0500 - 2300 hrs; Saturdays, Sunday, down-days, and Federal Holidays closed. If commercial entry is required outside the established hours, contact the Contracting Officer who will work with the 11th Security Force Squadron Police Services at 981-8575 to make alternative arrangements. Contractors are advised that such searches may result in delays averaging 30 to 60 minutes depending upon the day of the week and time of day. Contractors must coordinate diligently for delivery of perishable deliveries such as concrete or bituminous material. Time sensitive deliveries such as concrete or bituminous material will be given priority over other deliveries and will be moved to the front of the line.

Refer to paragraph 1.26.3 for additional requirements for deliveries.

1.7.3 Subcontractors and Personnel Contacts

Furnish a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.7.4 Antiterrorism (AT) Level 1 Training

All Contractor Employees, to include subcontractor employees, requiring

SECTION 01 14 00 Page 3 access to US Government installations, facilities, and controlled access areas shall complete AT Level I training within 10 calendar days after contract start date. Certificates of completion for each affected Contractor Employee and subcontractor employee will be maintained by the Contracting Officer Representative. AT Level I may be accomplished by completing the Force Protection computer-based training (CBT) course on the Advanced Distributed Learning System (ADLS) or Joint Knowledge Online at http://jko.jten.mil. Tracking for each Contractor or subcontractor employee is the responsibility of the Construction Contractor's Security Manager who will provide a monthly report to the Contracting Officer.

1.8 STORAGE OF FLAMMABLES

Suitable secure storage space shall be provided by the Contractor, outside the immediate building area for the storing of flammables/combustibles of any type. No storage will be permitted inside of the building. The storage space shall be properly identified in accordance with applicable Federal, National and Local Regulations as outlined by the Base Fire Department.

Flammable or combustible liquids being used inside the building will be kept to a minimum and removed from the building during unused periods.

1.9 FIRE ALARM

For work operations which require any Base fire detection, alarm or suppression system to be disabled, the Contractor shall request in writing a minimum of 3 work days in advance and prior to taking the system out of operation, so that the Contracting Officer may notify the CE Customer Service Unit of the requirement. The Contractor shall also verify that the fire department has in fact been notified, prior to taking systems out of service. Comply with AFI 91-203 Air Force Consolidated Occupational Safety Instruction. The Contractor may call the dispatcher at 301-981-4985.

1.10 COORDINATION OF WORK OPERATIONS

The work to be performed under this contract is on an active Air Force Base. The Contractor shall coordinate all work operations with the Contracting Officer prior to starting any work under this contract. The Contractor shall have a superintendent who speaks, reads, writes and understands the English language to act for the Contractor and to be available on the job site throughout each work day.

1.10.1 Site Security Manager (SSM) Inspection of Secure Areas

The site security manager is the responsible security authority for the construction. The SSM has oversight on all aspects of project security, and controls all security assets on the project to include but not limited to security personnel supervision and maintaining all necessary records related to the construction project. The SSM is accountable to the accreditation authority. The SSM for the F16 MTC Project will be provided to the contractor after award of the contract.

a. All enclosed spaces (including but not limited to: ductwork, wall cavities, column enclosures, ceiling plenums, floors, etc.) pertaining to secure areas must be inspected by SSM or designated government personnel prior to closure. If it has been determined that a portion of the work has been enclosed without such inspections, the SSM may request partial demolition or removal of materials to verify that no unauthorized materials were introduced. The contractor shall be responsible for all cost associated with such selective demolition and

SECTION 01 14 00 Page 4 any rework required.

b. Approximately 30 days prior to scheduled installation of electronic signal systems (communication lines, protected distribution systems, signal lines, monitoring units, or terminal devices for fire alarms, mass notification, access control, and intrusion detection systems); the Contractor shall notify the Contracting Officer, the Resident Officer in Charge of Construction (ROICC) and SSM and request government installation of lock cores in all doors within the affected area.

c. Prior to installation of any electronic signal system, the contractor shall demonstrate to the SSM that physical, acoustic, and electronic security requirements have been properly met. Requirements include construction of the building envelope and interior walls, doors, and locking hardware, and the installation of mechanical and electrical infrastructure with appropriate separations, sound attenuation, and treatment of penetrations.

d. Once the COR and SSM certify the above security requirements have been met, the Government will install cores in the appropriate door locks and place certain areas of the building in a "secure lockdown" status. Secure lockdown is required prior to completion of all the contractor's work efforts in these areas.

e. The SSM may request partial demolition or removal or materials to verify that no unauthorized materials were introduced. If the inspection finds any unauthorized material the contractor shall be responsible for all costs associated with any rework required.

f. Contractor access to these locked down areas will require government escort by the SSM other designated government personnel.

1.11 NOTIFICATION

The Contractor shall notify the Contracting Officer in writing, when planning to be absent from the project site for more than two work days.

Prior to returning to the project, the Contractor shall notify the Contracting Officer.

1.12 CONTRACTOR'S EMPLOYEE PARKING

The Contractor's employees shall park only in areas assigned by the Contracting Officer. Refer to Drawings for designated parking areas.

1.13 SPEED LIMIT

The base speed limit is 25 miles per hour unless posted otherwise. The speed limit in all Family Housing areas is 15 mph. Speeding tickets and fines are issued for violations and shall be the driver's responsibility.

1.14 CONTRACTOR'S EMPLOYEE RESTRICTION

Contractor employees shall be restricted to areas of the base within the scope of this work; plus, direct routes to and from the site as may be approved at the pre-performance conference with regard to work scheduling and material handling. The Contractor's employees will have in their possession at all times a valid picture ID and their base identification pass.

SECTION 01 14 00 Page 5

1.15 WORK HOURS

Work for all operations shall be performed during the normal work week, Monday thru Friday, 0700 to 1900. Extended hours may be requested and, if approved, utilized by the Contractor. Work shall not be scheduled for any Federal Holiday. Requests for permission to work on Saturdays, Sundays, and/or Federal holidays shall be submitted to the Contracting Officer for approval in writing, a minimum of 5 work days in advance of the proposed scheduled change.

1.16 SEVERE WEATHER WARNING REQUIREMENTS

When notified by the Contracting Officer that a severe weather warning has been issued for the area in which construction is being performed, the Contractor shall immediately take action to tie down, or otherwise secure, structures, materials, and equipment on the job site that could become missiles as a result of strong surface winds, thunderstorms, or other weather-related conditions. This requirement is applicable twenty-four

(24) hours a day, seven (7) days a week.

1.17 ENVIRONMENTAL PROTECTION

The Contractor shall provide and maintain environmental protection during the life of the contract as defined herein. Environmental protection shall be provided to correct conditions that might endanger the environment during normal construction operations. Fully conform to Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS. The Contractor shall try, as economically deemed feasible to procure materials with recycling content.

The Contractor shall try to identify and actively minimize the use of hazardous materials.

1.18 USE OF RADIOACTIVE MATERIALS

a. Civilian Contractors bringing radioactive materials or devices containing radioactive sources on base must have prior approval from the Contracting Officer. In addition, the Contractor must submit the following documentation to the Contracting Officer for review:

1. Copy of the Nuclear Regulatory Commission License or Agreement State License, along with any amendments, covering the radioactive material to be used.

2. Copy of the users' qualification and radiation safety training.

3. Radiation dosimetry results from the prior calendar year.

4. Statement of expected use (use rate) of radioactive materials or devices for the length of the contract.

5. Statement of storage and security requirements.

6. Copies of the last two (2) leak checks (if applicable).

b. Under no circumstances will a Contractor use an unlicensed radioactive source/device on base. The Contractor should direct any questions regarding his responsibility on this issue to the Contracting Officer prior to the starting of any work. Since the Air Force considers contracts involving radioactive materials a hazardous items contract, the provisions of AFR 67-8, chapter 3, section 3.3(f) will also apply.

SECTION 01 14 00 Page 6

1.19 TRUCK HAULING ON BASE

The Contractor shall be responsible for covering open-bodied vehicles transporting sand, gravel, fill materials, dirt, construction debris, rubble, or other material which may become airborne and create air pollution on Base. Alternate means, approved by the Contracting Officer, may be employed to achieve the same results as would coverings. All dirt, rubble or debris carried onto existing base pavements by Contractor operations shall immediately be removed by the Contractor. Vehicles transporting sand, gravel, fill materials, dirt, construction debris, rubble, or other materials which may become a FOD hazard while operating on the airfield must follow a designated haul route approved by the Contracting Officer and the Airfield Manager. When hauling these materials on/across any aircraft movement area, the contractor must provide a Tymco or similar type sweeper (sweeper with vacuum capability) to ensure no debris is inadvertently left on the aircraft movement areas. If any other method of sweeping is devised that equates to the efficiency of a vacuum sweeper, it must be approved by the construction inspector and airfield management before being implemented.

1.20 CONSTRUCTION AREA

1.20.1 Construction Area Contractor Security Management

1. The contractor shall designate an employee to serve as the Contractor's Security Manager who shall be responsible for all security matters for the contractor and subcontractors and interface with the Contracting Officer, SSM and 11 SFG. Resume for Contractor's Security Manager with qualifications shall be provided for approval by the Contracting Officer in advance. Within twenty (20) days after the "Notice to Proceed" for the contract, the Contractor's Security Manager's names will be provided to the Government. The Contractor's Security Manager must report to an officer of the firm and not be subordinate to the Project Superintendent or the Project Manager. The Contractor's Security Manager, as a minimum, must be a United States Citizen, be an employee of the prime contractor and and demonstrate experience and ability to perform this role to the satisfaction of the Contracting Officer.

2. The contractor will provide weekly to the Contracting Officer, who will in turn provide the SSM, the current week's activity schedule, and a three week look ahead schedule to forecast upcoming activities.

This will be augmented by daily oral update to the SSM and Contracting Officer. The three week look ahead schedule shall indicate the type of work to be done, locations where work shall be performed, a summary of the materials to be received, the number of trucks to arrive and scheduled arrival times, and the identification of vendors/truck carriers. Variances to this plan will be provided as part of the daily update to the SSM and Contracting Officer.

3. The Contractor's Security Manager may designate other personnel to serve as assistants from either the prime contractor or any subcontractor. Assistant names shall be provided to the Government in writing by the prime contractor.

4. The Government may request that any Contractor's Security Manager/Assistant be removed due to the non-adherence of the contractual security provisions, non-performance of duties, and/or findings of criminal activity.

SECTION 01 14 00 Page 7

1.20.2 Construction Zone Barrier/Fence

1. Prior to construction activities the contractor shall install a continuous construction security fence (8ft chain-link with 3 strand barbed wire outriggers and brown screen slats or COR approved alternative) will surround the construction site and provide access control points for personnel and vehicles. This temporary construction security fence will allow the contractor to function within the construction zone without additional government escorts. Close coordination between the contractor, SSM, 11 SFG and Contracting Officer will occur when erecting the fence. Refer to contract documents for additional fence construction and location requirements.

2. The fence shall include two entry control points. One for day to day access by contractor personnel, and one for government emergency/fire response access. During emergency instances, safety of life will take precedence over security considerations as Government law enforcement, fire, and rescue personnel and vehicles will be allowed immediate and unimpeded access to the site. Immediately following access to the site by emergency vehicles, and their departure, the Contractor's Security Manager will report to the Contracting Officer who will in turn report to the SSM to discuss the possibility of disclosure of sensitive information or security concerns with regards to the incident and any mitigation measures that may be required.

3. Entry Control points shall have gates that are a minimum of 12 feet wide for vehicles, and equipped with outriggers as the fence does. The entry control access gates shall be secured with contractor-provided chains and two interlocking padlocks, one provided by the Contractor and the other provided by the Contracting Officer.

Anytime these gates are unlocked (open) they must be manned by contractor security personnel. The contractor will post a sign in English and display it prominently at the entry point. As a minimum the sign will have the following displayed:

a. That prohibited items (firearms, explosives, illicit drugs, etc.)

are not allowed in the construction site.

b. That the use of photographic equipment is prohibited unless authorized by the Contracting Officer who will seek permission of the SSM and 11WG/PA.

c. That entry onto the site constitutes permission of searching personnel and vehicles.

4. Any relocation of the emergency/fire access gate required for the contractor's operation will be the contractor's responsibility and must be coordinated with the Contracting Officer prior to movement.

The contractor's construction phasing plan shall identify any possible/expected gate relocation and describe the contractor's method for maintaining the secure perimeter fence. The contractor shall provide a two week notification for approval before any fence relocation. The contractor shall also be responsible for relocating the fence as required to complete utility crossings and road work while maintaining a secure perimeter fence. The contractor's construction phasing plan will identify all fence utility crossing and road work and describe the contractor's method for completing the work and maintaining the secure perimeter fence, including security measures to maintain site security for trenching beneath the fence for utilities.

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5. Upon completion of the facility, the contractor shall remove the temporary construction fence.

1.20.3 Staging Area

The staging area and haul route have been developed and are included in the contract documents. Daily construction work site and staging area clean up shall be accomplished by the Contractor. This clean up shall include the placing of construction material and equipment in a neat and orderly arrangement. Rubbish, debris, rubble and garbage shall be disposed of daily off base and shall not be permitted to accumulate. If the Contractor has any dumpsters in the staging area, they shall be clearly marked with a sign "for private use only, not for use of base personnel" and have lids which should remain closed when possible.

Dumpsters shall be emptied when contents mound to height of sides. At the end of the work day, the Contractor shall inspect the site to ensure that all paper, cardboard and similar materials are removed to provide a litter free appearance. Upon completion of all work outlined in the contract drawings and specifications, the Contractor shall remove from the confines of the Base, all construction materials and equipment.

1.20.3.1 Staging Area Security

The Contractor's assigned staging area shall be secured and shall be completely enclosed by the Contractor with minimum 8-foot high temporary screen fencing with 3 strand barbed wire outriggers and brown plastic slats. The fence shall have a minimum of two 8-foot wide access gates on opposing sides of the site. The temporary staging area fence shall provide a neat and professional exterior appearance, shall be installed in a true and plumb manner with posts in augured post holes, and shall be chain link with brown plastic slats. All fencing fabric shall sufficiently obscure the staging area from viewing from the outside. The fence shall be provided prior to any placement of contractor items in the staging area by the contractor. The Contractor shall maintain all Contractor material and construction items as well as construction dumpsters within the confines of his staging area. The Contractor shall be required to maintain the appearance and order of the assigned staging area, both within and without, during the entire duration of the construction contract. During the growing season (April thru October), the Contractor shall mow and trim all grass areas within the staging area fence and to a 3-foot minimum distance outside of the fence boundary to maintain neat grassy areas of reasonable length. Grass height shall never be allowed to exceed 6 inches. Grass shall not be allowed to grow up along the temporary fence line. Assume that assigned staging areas will be on grassy areas. Security and maintenance of the staging area and contents thereof is the Contractor's sole responsibility. The staging area fence shall be maintained by the Contractor during the life of the contract. All fabric or chain link tears or breaks shall be repaired immediately. And all fencing upon completion and acceptance of the work shall remain the property of the Contractor and shall be removed from the work site. The Contractor shall restore the staging area to its original condition when the staging area is vacated. Vandalism: The Contractor shall be responsible for safeguarding the construction site and the staging area, and all construction equipment and materials against vandalism and theft.

SECTION 01 14 00 Page 9

1.20.3.2 Procurement and Storage of Building/Finishing Material

The contractor is required to comply with the "Buy American Act." Should the contractor propose a material or equipment item that is not in compliance with this Act, the contracting officer must consult with the Contracting Officer, including the SSM, prior to approval. Construction material will be kept in a locked container retained by the contractor on the Government compound, or within the Construction Zone controlled within or adjacent to the fenced-in/cordoned area with surveillance security support provided over the area. The Construction Zone, to include the construction yard and construction staging locations, are indicated in the Contract Documents. Job trailers for contractor and/or government personnel shall be located as shown in the Contract Documents.

Construction materials to be used in parking lots, sidewalks, drainage structures, underground utility conduits, and other exterior site features are not required to be delivered to or stored within the secure Construction Zone.

1.20.4 Temporary Stabilized Construction Entrance

The project requires a temporary stabilized construction entrance at non-paved areas when exiting to paved areas. The entrance shall be constructed as required by the Sediment and Storm Water Management Plan permit drawings. The contractor shall maintain the temporary stabilized construction entrance such that it functions adequately in the removal of sediment from construction vehicle tires. Stones in the entrance shall be periodically rotated or changed to ensure construction vehicle tires are clean when leaving the site.

1.21 MARKING OF EQUIPMENT, TRAILERS AND TEMPORARY OFFICES

The Contractor shall ensure that equipment and trucks used on the job, are conspicuously marked with both name and telephone number of owner or leaser. Equipment and trucks operated on the airfield shall be marked with an aviation orange and white checkered flag and lights. Any equipment permitted to remain on the airfield overnight shall also be lit with a steady-burning red obstruction light in accordance with FAA AC 70/7460-16 and shall be moved to an approved area on the airfield at the end of the work day. All Contractor temporary offices and trailers shall have signs affixed to the exterior, which state the name of the contracting firm, and a name and number of the responsible contracting firm official. The letter size of the firm name shall be a minimum of 8" high with all lettering professionally and neatly prepared.

1.22 CONSTRUCTION PHASING

The contractor will not be given the entire work area at one time. All work within the existing airfield fence area will be controlled at all times. The contractor shall coordinate phasing requirements with the Contracting Officer 60-days prior to starting work and after all requirements in the Construction Safety Phasing Plans have been met.

1.23 INTERRUPTION OF UTILITIES

The Contractor shall not interrupt existing utilities without obtaining written permission from the Contracting Officer. The outage request shall be made, in writing, at least 21 days advance notice of the outage and it shall state the date and duration of the proposed outage as required by

SECTION 01 14 00 Page 10 the form. The Contractor shall adjust work schedules to keep outages to a minimum. The Contractor shall make final connections to existing utility services, furnish material, perform excavation, backfilling, tamping, finish surface repairs and other labor incidental to making the utility connections. Outages shall not be performed until all required materials and appurtenances are on the construction site. Construction work associated with an outage shall be accomplished in a workmanlike manner, in accordance with the technical provisions referenced and specified in other sections.

1.24 OCCUPIED FACILITY

The Contractor will be working around a nearby, existing facility which is occupied and/or in use. The existing facilityies must remain fully functional during construction operations. The Contractor shall confine work operations and personnel to the specified areas of construction unless otherwise authorized by the Contracting Officer.

1.25 LANDSCAPE PROTECTION

Provide protection for all existing landscape features such as trees, shrubs, bushes, plantings and sod in and around the area of construction.

No existing trees, shrubs, bushes, or other items shall be affected in any way, by Contractor actions, unless required by specifications. Prior to any demolition or construction in proximity to any existing landscape feature, the feature shall be protected by fencing, barricades, temporary removal and/or other approved devices. No movement or operation of heavy equipment within a tree shadow area or drip line shall be permitted. Any features which require pruning or trimming in order to place new construction materials or to allow clearance for new materials or equipment, shall be pruned or trimmed in a workmanlike manner. All damaged items shall be replaced in kind with new, by the Contractor.

1.26 SECURITY AND SITE ACCESS REQUIREMENTS

Work to be accomplished under this contract is on a secure base and the contractor will not be granted unlimited access. The contractor shall contact the Contracting Officer a minimum of five workdays prior to commencement of work to arrange for security passes and to become acquainted with security requirements. The contractor shall not deviate from any and all indicated security requirements.

1.26.1 Site Access Requirements

1.26.1.1 Site Access

1. Access to the Construction Zone and surrounding limits of construction will be controlled by a perimeter security fence and controlled by contractor security personnel during work hours. During construction, all contractor personnel and construction vehicles on shall be kept within the confines of either the security construction area or the parking area, unless specifically authorized to work outside it. Contractor security personnel will control construction site access to ensure only properly vetted contractor employees are accessing the construction complex area. The Contracting Officer will provide the contractor with a list of government personnel, and their consultants/contractors who require periodic access to the Construction Zone.

SECTION 01 14 00 Page 11

2. The contractor shall provide an Entry Control Point (ECP) to the Construction Zone, and shall man and operate it at all times when the gate is open. The ECP facility shall consist of a guard booth providing weather protection for the entry controller and workspace for maintaining paperwork associated with entering and exiting the Construction Zone. The guard booth shall provide a minimum of 80 square feet of space and shall be weather tight, insulated with electricity, lighting, heat and cooling. Guard booth may be a prefabricated structure with windows on all sides and an entrance door. The ECP shall have area lighting at a minimum of 2.0 foot candles at ground level to facilitate ID checks and vehicle inspections. The contractor shall remove guard booth from the site when construction is complete.

3. Contractor security will provide a construction badge with photograph to each person requiring access to the construction site, after validating they are on the construction site Entry Authority List (EAL). Badging will only occur after validating the member via an official identification card containing a picture (e.g. driver's license, passport, permanent resident card, etc.).

4. Daily, the Contractor's Security Manager shall review the EAL and badge access log and immediately notify the Contracting Officer who will notify the SSM of any discrepancies. All contractors and visitors inside the Construction Zone shall wear their construction site badges, displayed above the waist, so they are visible at all times.

5. The contractor shall develop the contractor EAL for all contractor, visitors, government personnel and government support consultants and contractors requiring access to the Construction Zone. The COR/SSM shall provide the contractor with the name, organization, and expected length of involvement with the project for all government personnel requiring such access, and shall update such information as required over the duration of the project. Government and support personnel on the EAL may sponsor visitors, and assume responsibility for verifying the visitor's authorization to enter.

All visitors not on the EAL must be logged into the construction site by use of an AF Form 1109, Visitor Control Log as provided by the government. Government personnel and the Contractor's Security Manager shall mutually process visitors in and out of the construction in accordance these procedures. Additionally, the contractor security and SSM will provide unrestricted access to appropriate HQ AMC Physical Security Division (HQ AMC/A4S), AFDW, 11 WG, 89 AW, AFCEC, 113 WG CE, NAVFAC and Accreditation Authority personnel. These personnel will visit the site to validate physical security construction methods. Personnel will be identified by the SSM.

6. The contractor shall maintain at the ECP sufficient spare sets of PPE (hard hats, vest, safety glasses/goggles, etc.) to be issued to visitors entering the construction zone.

7. The contractor shall update the EAL weekly with any additional personnel requiring access, or personnel no longer requiring access, and submit it to the Contracting Officer monthly. The EAL and records associated with its creation and maintenance are subject to government review at any time.

8. The construction superintendent and contractor security will

SECTION 01 14 00 Page 12 confirm to 11 SFG Security Desk that the construction site is properly secured at the end of the duty day. The purpose of this check is to ensure all contractor employees have departed, all vehicles and equipment are properly secured, all privately owned vehicles have been removed from the site, and the boundary has been properly maintained prior to locking/securing the gates for the night, weekend or holiday.

9. During non-duty hours the construction site perimeter will be randomly patrolled by 11 SFG Security Forces.

10. The SSM or designee will conduct periodic security inspections for the duration of the project to ensure compliance with construction design and security standards. The SSM or designee, including contractor security may randomly search tool boxes, containers, and personnel for prohibited items. A combination of human, military working dogs, or technology may be used to conduct inspections. Any personnel found in possession of any prohibited or restricted item will be denied access and may be turned over to an appropriate law enforcement agency.

11. Upon contracting officer direction, a meeting will occur between the government and contractor to specify a date whereby contractor security will be replaced with government personnel.

1.26.1.2 Security Checks

Contractor personnel requiring access to the Base will submit to a National Crime Information Center (NCIC) criminal history check on a yearly basis. These checks will be conducted by the Government at no cost to the contractor. Refusal to submit to the NCIC check, failure to report adverse information, or adverse information found in the initial or any subsequent security check will result in denial of base access for that contractor. Examples of disqualifying reports are convictions of:

a. Murder

b. Assault with intent to commit murder, rape or aggravated sexual abuse, kidnapping or hostage taking

c. Possession, distribution, or intent to distribute a controlled substance

d. Illegal use, possession, manufacture of weapons or explosives subversion, espionage, treason, or disloyalty toward the US, or any outstanding wants or warrants

e. Any felony involving robbery, burglary, theft, or arson

f. Acts involving a threatened aggravated assault

g. Violence at international airports or conspiracy to commit any of the above.

The preceding is not intended as an all-inclusive list. Historical patterns of behavior that have the potential of interfering with the security, orderly administration, and discipline of base operations are also cause for denial of access in accordance with DoD 5200.8-R and AFMAN 31-113/JBA Supplement to AFMAN 31-113. The NCOIC of the Visitor Control Center, or higher, will be the final approving authority for base access.

Mitigating conditions, such as the incident being an isolated event, the incident not being recent, pressure or coercion that is no longer present, age/maturity level at the time of the incident, and evidence of rehabilitation will be considered. This may need to be supported with documentation, i.e., police report, court records, etc. before making a final decision to allow access. Any requests for deviation from

SECTION 01 14 00 Page 13 installation access criteria will follow established procedures as listed in the most current JBA Supplement to AFMAN 31-113

1.26.2 Access Passes

The Contractor, including all subcontractors and suppliers, shall register with the Contracting Officer who will coordinate with the 11 SFG and the SSM for long term access pass (DBIDS card). The contractor shall provide on a weekly basis to the Contracting Officer and the SSM a spreadsheet containing each contractor's full name, date of birth, driver's license number, state of issue and required dates of installation access IAW with requirements and procedures outlined in AFMAN 31-113 and the Joint Base Andrews Supplement to AFMAN 31-113. The SSM will use the spreadsheet to create long term access requests for any contractor requiring access for more than 5 days in a 30 day period up to one year. The SSM or Contractors Security Manager will then provide the requests, with original signatures, to the individual contractors requiring access.

1.26.2.1 Citizenship Requirement

The Contractor's Security Manager will confirm that all work…